HomeMy WebLinkAbout89 Long Pond Drive - Site PlanPROF I L E: NOT TO SCALE
SABAST IAN #1,4)1
91 42 c S 86' 33 ' 18 -F 95. 70
9d. 9
9e 27
1 GAS GATE(D
_ l
GRAVEL PARKING
CCH: ►'4CK � \
I i
L
1977
o ti
O � p a' a I 39' ry
i n
W
N .r t97. r� W 12 i20' 10' W
W O ! D -BOX v7
o p O ,
N OHO
O TPN
1500 GALLON � \
i� SEPTIC TANK �
22'
v \
�a <LOT 3
v
-fd oAa RELOCATE
9641 * S. F. _� GAS LINE
4-500 GALLON
BM. CB/DH FND
LEACHING CHAMBERS
EL -98.59 STOCKADE FENCE - ' -- /
- t q) � I/2.5'+ SIDES. 4' ENDS
96.N 86'33' 8'W - - -- -
rlY p_Z
LOCUS MAP
GOY y
INVERT EL E VA T I ONS :
ACCESS COVERS MUST BE WITHIN
GENERAL NO TES :
9" MINIMUM.
97.0
6' OF FINISH GRADE
3' MAXIMUM COVER
100:0
FIRST 2' TO
96.65
4 BEDROOMS AT 110 G.P.D. PER
I.
BE LEVEL
INVERT OUT SEPTIC TANK:-
MIN 2' OF P£ASTONE
4' UM PIPE
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
3/4' - l 1/2' DIA.
97 0 ?�-
g6.2 Q9 2•
IF7�,
2.
DOUBLE WASHED STONE
GAS
96.94.0
65 a FFL£
96.0
$
SET. SEE SITE PLAN.
3 OUTLET 4-500 GAL LEACHING
CHAMBERS
DIX W/2.5'3 STONE SIDES. 4'
ENDS. 9.5'r
x 42.1 x 2'd
1500 GAL'
BOTTOM OF LEACH CHAMBER:
SEPTIC TANK
6' CRUSHED STONE OR
3.
ALL CONSTRUCTION METHODS AND MATERIALS AND
ADJUSTED GROUND WATER:
COMPACTED BASE
°V)'IC TANK PROVIDED: 1500 GAL. MIN.
PROF I L E: NOT TO SCALE
SABAST IAN #1,4)1
91 42 c S 86' 33 ' 18 -F 95. 70
9d. 9
9e 27
1 GAS GATE(D
_ l
GRAVEL PARKING
CCH: ►'4CK � \
I i
L
1977
o ti
O � p a' a I 39' ry
i n
W
N .r t97. r� W 12 i20' 10' W
W O ! D -BOX v7
o p O ,
N OHO
O TPN
1500 GALLON � \
i� SEPTIC TANK �
22'
v \
�a <LOT 3
v
-fd oAa RELOCATE
9641 * S. F. _� GAS LINE
4-500 GALLON
BM. CB/DH FND
LEACHING CHAMBERS
EL -98.59 STOCKADE FENCE - ' -- /
- t q) � I/2.5'+ SIDES. 4' ENDS
96.N 86'33' 8'W - - -- -
rlY p_Z
LOCUS MAP
GOY y
INVERT EL E VA T I ONS :
DESIGN CRITERIA:
GENERAL NO TES :
INVERT AT BUILDING:
97.0
DESIGN FLOW:
INVERT IN SEPTIC TANK:
96.65
4 BEDROOMS AT 110 G.P.D. PER
I.
THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
INVERT OUT SEPTIC TANK:-
96.4
BEDROOM EQUALS 440 G.P.D.
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
INVERT 1N DIST. BOX.
96.37
NO GARBAGE GRINDER
2.
VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
INVERT OUT DIST. BOX:
96.2
SET. SEE SITE PLAN.
INVERT IN LEACH CHAMBER:
96.0
SEPTIC TANK REQUIRED:
BOTTOM OF LEACH CHAMBER:
94.0
^ G.P.D. X 200V - 880 GAL.
3.
ALL CONSTRUCTION METHODS AND MATERIALS AND
ADJUSTED GROUND WATER:
N/A
°V)'IC TANK PROVIDED: 1500 GAL. MIN.
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
OBSERVED GROUND WATER:
N/A
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
BOTTOM OF TEST HOLE ♦l:
88.2
$OIL ABSORPTION SYSTEM REQUIRED:
BOARD OF HEALTH REGULATIONS.
+
QESIGN PERC RATE ( 5 MIN/INCH
SOIL TEXTURAL CLASS - 1
4.
ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
EFFLUENT LOADING RATE - 0.74 GPD/SF
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
440 GPD / 0.74 GPD/SF - 595 S.F. REQUIRED
THAN 3' IN'f'fPTH SHALL BE CAPABLE OF W1TH-
STANDIM' N-2$ erEL LOADS.
PROVIDED: 4-500 GAL LEACHING CHAMBERS
W/2.5'3''STONE SIDES. 4' ENDS. A-605 S.F.
5.
ALL SEWEF.PjfiE SHALL BE SCHEDULE 40 OR
605 S.F.�x 0.74 - 448 G.P.D.
APPROVED EQUAL.
6.
SEPTIC TANK AND D -BOX SHALL BE REINFORCED
SOIL TEST PIT DA TAB
PRECAST CONCRETE AND WATERTIGHT. D -BOX SHALL
BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE
INDICATES INDICATES
PERCOLATION = OBSERVED
IS MORE THAN ONE OUTLET.
TEST _ GROUNDWATER
7.
BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
TP +1
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES.
0. HORIZON TEXTURE COLOR 98.2
A LOAMY IQYR
B.
EXISTING CESSPOOLS TO BE PUMPED DRY AND
SAND 3/3
BACKFILLED.
10• ....... .................................... 97.4
D
9•
NO DETERMINATION HAS BEEN MADE AS TO
SANDY 5/8R
96.0
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
26` .......•••• •• .•• .. . •
I MEDIUM IQYR
REGULATIONS. IT SHALL REMAIN THE CLIENTS
SAND 5/8
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL
42-
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
10.
IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
108" -... .'... ... 89.2
TO HAVE THE PROPOSED BUILDING FOUNDATION
C2 COARSE
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
!
SAND AND
ANT) Sn/L CONDITIONS AT THE LOCATION OF T.NE
_
COBBLES
PROPOSED BUILDING.
s
LEGEND
13 CB CONCRETE BOUND
-W- WATER LINE
O HYDRANT
-G- GAS LINE
- OHW- OVER HEAD WIRES
O LIGHT POST
-E- -UNDERGROUND ELECTRIC LINE
-T -� UNDERGROUND TELEPHONE LINE
- CTV- UNDERGROUND CABLEVISION LINE
+ 40.4 ;SPOT ELEVATION
x140-, EXISTING CONTOUR
M4 PROPOSED, CONTOUR
0 /0 20 40
120' NO WATER L 88.2
DATE: JANUARY J. 2007
TEST BY., STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PERC RATE: C 2 MIN/INCH
C. yG�
Y: rusouth Heath ISep2rtmerrt � Vno�NK -r,
APPROVED �� t:o.
7dzt9 �';
Ir
we @ake � - �-=L/
6A
1z�16�
S / TE PL AIV OLA/VO
8-P L ONG POND OR / VE. MAP 50. PARCEL /0
SOUTH YARMOUTH, MA
PREPARED FOR :
HE/VR Y S L VA
SCAL E : / " - 20 JUNE 2e . 2007
EAGLE SURVEYING, INC
_ 923 Route 6A
i Yarmouthpor t , MA. 02675
/�ji/ll ll\ J ( 508) 362-8132
/�`r/ ( 508 ) 432-5333
J
JOB NO 06-136 1 F/ELD:CFW/EEK I CALC: SAH/CFW CHECK: CFW I DRN: SAH